2008
DOI: 10.1016/j.jterra.2008.09.003
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Vehicle vibrating on a soft compacting soil half-space: Ground vibrations, terrain damage, and vehicle vibrations

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Cited by 30 publications
(18 citation statements)
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“…Hildebrand et al proposed two models based on both a linear method and a rheologically-based non-linear method to study the vehicle vibrations, soil vibrations and soil compaction as the vehicle traverses the soft terrain (Hildebrand et al, 2008). Surface profile variation, tire and suspension features, and soil parameters were taken as the model input.…”
Section: Running Gear-terrain or Plate-terrain Vibration Modelsmentioning
confidence: 99%
“…Hildebrand et al proposed two models based on both a linear method and a rheologically-based non-linear method to study the vehicle vibrations, soil vibrations and soil compaction as the vehicle traverses the soft terrain (Hildebrand et al, 2008). Surface profile variation, tire and suspension features, and soil parameters were taken as the model input.…”
Section: Running Gear-terrain or Plate-terrain Vibration Modelsmentioning
confidence: 99%
“…By using the simulated model they studied on the performance of the wheeled vehicle on deformable terrains tried to construct an applied framework for the complex problem of soiltire interaction. They used most of the developed models to evaluate the material properties and simulation input parameters (Taheri et al, 2015;Ivanov, 2010;Li et al, 2007;Lee, 2015;Xia and Yang, 2012;Grecenko and Prikner, 2014;Hildebrand et al, 2008;Lee and Gard, 2014). The correlation between wheel of vehicle and terrain were investigated from different aspects.…”
Section: Vehicle-terrain Interaction and Modeling Of Pavement Compactionmentioning
confidence: 99%
“…− Static and dynamic characteristics of the roller (Hildebrand et al 2008); − Geometrical characteristics of the roller; − Roller speed. During the passage of the roller there is a compression under the contact area and a shear stress between the compressed area and adjacent uncompressed areas.…”
Section: Problemsmentioning
confidence: 99%